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Application limits for continuously welded rails on temporary bridge decks

Hans De Backer (UGent) , Amelie Outtier (UGent) , Ben Ferdinande, Ken Schotte (UGent) and Jan Mys (UGent)
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Chicago
De Backer, Hans, Amelie Outtier, Ben Ferdinande, Ken Schotte, and Jan Mys. 2017. “Application Limits for Continuously Welded Rails on Temporary Bridge Decks.” Proceedings of the Institution of Mechanical Engineers Part F-journal of Rail and Rapid Transit 231 (4): 482–497.
APA
De Backer, Hans, Outtier, A., Ferdinande, B., Schotte, K., & Mys, J. (2017). Application limits for continuously welded rails on temporary bridge decks. PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT, 231(4), 482–497.
Vancouver
1.
De Backer H, Outtier A, Ferdinande B, Schotte K, Mys J. Application limits for continuously welded rails on temporary bridge decks. PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT. SAGE Publications; 2017;231(4):482–97.
MLA
De Backer, Hans et al. “Application Limits for Continuously Welded Rails on Temporary Bridge Decks.” PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT 231.4 (2017): 482–497. Print.
@article{7244678,
  author       = {De Backer, Hans and Outtier, Amelie and Ferdinande, Ben and Schotte, Ken and Mys, Jan},
  issn         = {0954-4097},
  journal      = {PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART F-JOURNAL OF RAIL AND RAPID TRANSIT},
  language     = {eng},
  number       = {4},
  pages        = {482--497},
  publisher    = {SAGE Publications},
  title        = {Application limits for continuously welded rails on temporary bridge decks},
  url          = {http://dx.doi.org/10.1177/0954409716631581},
  volume       = {231},
  year         = {2017},
}

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